Using full bridge model to develop analytical fragility curves for typical concrete bridge piers
This study shows the effect of various numerical models on the development of analytical fragility curves for bridge piers. Two distinct models are compared: model with a single degree of freedom, and the proposed full bridge model. Bridge pier damage indexes are obtained by performing both dynamic...
| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
| Published: |
Croatian Association of Civil Engineers
2018-07-01
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| Series: | Građevinar |
| Online Access: | https://doi.org/10.14256/JCE.2137.2017 |